From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES 0.010 H Liquid Limit 60 46 37 Plastic Limit 26 nonplastic Fine #200 34 18 SAND Medium 0.100 Particle size (mm) 1.000 GRAVEL Coarse Pine #4 10.000 Coarse 3" 100.000 F

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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From your Atterberg limits tests on the -40 portion of these samples, you have obtained the
following data
Percentage finer by weight
100%
80%
60%
40%
20%
Soil Sample
Identification
0%
0.001
H
I
J
L
FINES
0.010
H
Liquid
Limit
60
46
37
Plastic
Limit
26
nonplastic
#200
34
18
Fine
SAND
Medium Course
0.100
Particle size (mm)
1.000
#4
danastants
GRAVEL
Fine
10.000
Coarse
3"
100.000
Transcribed Image Text:From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% Soil Sample Identification 0% 0.001 H I J L FINES 0.010 H Liquid Limit 60 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course 0.100 Particle size (mm) 1.000 #4 danastants GRAVEL Fine 10.000 Coarse 3" 100.000
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